Abaqus pile-soil interaction
Hello every ,
I hope you are all fine. Evne though I know no one is going to help me including God , but i am still gonna ask for some help please please please.
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CONTINUITY AND CHANGE
I want to share with you my intention to step down as president of KAUST at the end of my term in November next year. My President’s Circular announcing this to the KAUST community was sent this morning. A global search for my successor will be initiated shortly, and until the next president comes on board, I shall continue to serve.
czm modeling for metal
hello
i am using ansys for simulate the crack propagation with czm modeling using interface element
and compare this result with result of beam theory but the result can't match togeather.
please send to me any opinion about the input factor in czm modeling for metal.
email: hhabnn [at] gmail.com
thanks
Abaqus Pile-Soil interaction
Hello all,
I am really thankful for any help . I am in a very bad situation with my research project because of Abaqus, so please if you know what is wrong with my model please help me please.
I have a pile 200mm long..diameter = 50 mm.. the pile embedded in sand... the depth of sand layer =450mm.. other dimensions are L= 960mm,, W= 480mm.
the pile fully embedded in the soil.. on the top it is connected to a pulling arm , the length of the pulling arm =330 mm , the diameter = 25mm..
the pile is laterally loaded so it is a 3D problem
hand calculation of RPIM-based meshfree example
Hello everybody
Abaqus contact problem
Hello all...,
I want to know the method of getting convergence when a Soft body and a Stiff body is in contact and a large force is acting normal to the contact interface. I am actually facing this problem often.
Anybody pls help...
Ravi
International Symposium on Current Problems in Solid Mechanics in Honor of Professor R. J. Clifton
Presentation titles in the International symposium of current problems in solid mechanics in honor of Prof. R.J. Clifton can be found in the link: http://maeresearch.ucsd.edu/markenscoff/symi_2012/symposium_program_2012.pdf
FEBio 1.5 Release
We are excited to announce the arrival of version 1.5 of FEBio (Finite Elements for Biomechanics). This new version can be downloaded at http://mrl.sci.utah.edu/software/febio. FEBio is an open-source finite element package, specifically designed for solving problems in the field of computational biomechanics. This new version includes some major changes and contains a number of new and exciting features. Some of the noteworthy changes and additions are listed below.
ANSYS
can anyone plz me to form multi linear stress strain curve for concrete M20 to be used in material properties for concrete 65 to be used in analysis in ansys mechanical apdl..............